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A7 +0'-Q" � � <br /> P6 � S6.0 OF TIED FOOTINGS � � � I {`"� <br /> I �----- - --------------- --- ---------------- R ERT . WEIBLE <br /> I 4x8 HDR TYP. ----------- --------- i oB E <br /> STATE OF WASHINGTON <br /> —� ��� - - -�--�--- �-� - —����- -----�� <br /> � � U.N.O. � ------- -------- I I <br /> . <br /> ----- -- ---------- - <br /> ---- -------------- - - -- - � 10 <br /> 4 � <br /> r- <br /> I �� 5'-6%q." � 5'-63/4" � 5'-6�q." � 5'-6 q.p � 5'-6%4" � 5'-6�" � � 4 i S6.0 <br /> � <br /> I � i � <br /> � ' 7�^6M 5���� � � � <br /> =N � I QEARiNG � STHDI4RJ � <br /> � N � I � WALL ABOVE I � � <br /> � <br /> x = <br /> O1 � � �-I----------�-1 . 2x4 PONY WALL � j � � <br /> . . � 1 j ���4x8 HDR+��� o OR SHEARWALL ABQVEj I � <br /> r Q <br /> . . � -}� I I "� 4'-5�p �,_3�4n P6 10'-10" � � o a <br /> � � �-—�------------------� �-- � - ------ --- ---- - ---- --------- ----� I '`^ v <br /> � � I I �> Z <br /> _..�,-�e.-' ����� ���������� ������� ��� �' � N <br /> ..� . ....;;. . .: � .:. . ., <br /> • :. :.. . ' :. ... .... . . . ... <br /> I -r"� I � <br /> � �------ ----�-------------�---- -�F ----------- ------------------ ----� � � <br /> _ _�. 1 � 6'-9%q." �5'-11%4" �2�-7�4� �� 19 � I °' L <br /> \ � SIM. I � ,Q <br /> I S6.Q � I � -o <br /> _ � � � � BEARING r- ----- =�-----i � I .� <br /> � � WALL ABOVE I ------ 1 � I - <br /> i � i F � � � <br /> � � I � -�14" I I � � �- o <br /> � I I N I 1 � � I o <br /> o� <br /> � i SfiHQ14RJ S7}iD14RJ I I �- I I j � � " <br /> � ------ --- - ----- � i �-----� BEARING WAl1 � °-' '� <br /> a .� <br /> P6 1 I , AB01�E �---, � � a <br /> � � � 4'-9�4"� 3�_q.� 2'-11�" �4'-4%4'�I ' P6 v <br /> i �'- --- -------- - - - ----� __a <br /> � � � <br /> „ P6 P6 I L_� � � _,J � z � <br /> i i -�2v� 7 2 s�M. ' �^�-----�----T r --- ' <br /> � � ss.a �� � --- <br /> � � 12'-1�/4" 5'--03/" 2'-4�� r--- ---------__------ -------) I <br /> � � � � 1� 18"x24" � I STHDi4RJ � <br /> � 56.0 CRAWL � � � � <br /> � � � I SPACE � � a � <br /> I I j � ACCESS I j 1 a � <br /> I I I � I I D1 � � <br /> � i CONTROL JOINT � I � � I • <br /> � � AT MtDWAY Ss.o P6 � I i � <br /> � I I � � I I � � <br /> co I � 1 4 � � `t <br /> . i <br /> °° i i �� 33�i" GONC. SLAB » i i D2 ss o i i ss o � � a o <br /> . � � �4 O V E R 2 S A N D -1 2%4 � I � � � � <br /> I i 56.0 SLAB SLpPES 3%2." r� �-- -- --� � � o <br /> . � � F R O M B A C K T O A R R O N � -12Y4" ; � <br /> I <br /> I I � r'---�- � PONY WALL � � �� <br /> I I t I I I 3 � � I <br /> I 1 I _3�� j � HDUS p,� � HDUB � � <br /> I I -12�i'a" 15 1 � ------- -. ----- I •• <br /> I I S6.p I i I I � m <br /> I I -�-32" 6 � � � 3 = , <br /> II 171i" D1 I I. P6 L---- -- _5- - --- -- I I � o -� <br /> � � NDU8 HDUS 1 I P2 I I � � <br /> �- ------------ --- -- ------^��._ --� I +32" 6 _3" � � � � <br /> � ------------- - - -- ---------- � S6.0 � � � � o <br /> - ---- ------------- --�---------�----�-- NDU8 S1M. <br /> HDU8 I � <br /> P2 Q j � 6x6 W/ABU66 3�" (;E� ${�B I I 4 i 1 , o <br /> ` �1y' i I L_L'Q�IBA.SE--- - LOP_ 1 4--------- -- AS ss. <br /> 1'-9/2ry �6�-3n M � d � <br /> . ��» _. ___�_.. ��� �.�_ _� ���� ��� �, N �" <br /> P2 -12Y4" -6Y4" � r <br /> FRAMING CONTRACTOR SHALL CONCRETE STAIR � �' "' <br /> D1 <br /> VERIFY HOLDOWN LOCA710NS PRIOR 12"x48" TREADS 6x6 W/ABU66 <br /> TO POUft1NG F"OUNQA�fON. 6" MAX. RISER 3�/2" 1'-4� 4�_p� 11'-0�/q.A 3�� POST BASE <br /> 35'-0" <br /> 3581 -� FOUNDATION PLAN = <br /> 1/4"= t'-0„ �+ <br /> . CRAWL SPACE VENTlNG: O � <br /> REQUIRED: 1104 SF/3Q0 = 3.68 SF = 53Q SQ. !N. U � Ll <br /> PROVIDED; 580 SQ. 1N, - 8 VENTS C� 72.5 SQ. IN. 1 C � <br /> LOCATE VENTS WITHIN 36" OF� CRAWLSPACE CORNER, <br /> 0 <br /> UNLESS NOTED. SEE D9 CRAWLSPACE NOTE FOR � � (� <br /> GROUNQ COVER. M N � N <br /> vV y� <br /> A�L EXTERlOR �q � � <br /> SHEAR tNALLS V♦ �+ � <br /> SNALL BE P6TN � o U N D A T I O N N O T � S � � � � <br /> U.N.O <br /> _ .� �; o <br /> SEE STRt1CTURAL SHEET S1.0 FOR ALL. FLOOR SHEATHING HANGERS NOTED ARE SfMPSON STRONG-TIE. � L Z <br /> NAiLING AND OTHER PERTINENT STRUCTURAL INFORMAl10N. _ <br /> L � G E N I� ON FOUNDATION WALLS: �OR TYPE "P" (PLYWOOp) � � W 4 <br /> ALL POt�Y WAtLS IN CRAWL SPACE ARE 2x4 STUDS SHEAR WALLS, PROVIDE AN EXTRA ANGHOR 80LT EACH = ay <br /> UNLESS NOTED. S[DE OF VENT. � � � <br /> 2x10 � 16" OC UNtESS NOTED — <br /> SHEAR WALLS SHOWN AT FOIINDAiION WALLS ARE FOR PROVIQE 4" PERFQRATED FOOTING DRAINS AT PERIMETER � � <br /> PLATE ANCHOR PLACEMEt�T. SE� SHEAR WALL SCHEDULE OF ALL BUILDlNGS. A a' <br /> SHEAR WALL- SEE NOTES ON THlS SNEET FOR SPACING. <br /> v� <br /> WFiERE SHEAR (PONY) WALLS IN CRAWL SPACE REQUIRE STEP FOOTINGS AS REQUIR�D TO REACH FlRM BEARING - c� <br /> FB FLU�H BEAM SEE 4,5/S6.0. o <br /> PLYWOOD. IT MUST BE APPLIED TO TJ-IE SIDE OF STUD Ui <br /> HDR HEADER - SEE S1.0 FOR LUMBER VALUES WALL WITN THE SYMBpL. SOME PLYWQOD SHEAR WALLS FOUNDATION VENTS PRQVIDE 72.5 SQ. IN. NET FREE AREA m <br /> MAY REQU(RE 3x4 S1UDS. SEE SHEAR WAI.L TABLE ON PER STUD SPACE. � <br /> SHEET S1.1. � <br /> —� DOUVNSPOUT: PROVIDE TIGHF LfNE & RISER BOOT GONCRETE �OUNDATION WALLS ARE 8" THICK tlNLESS M <br /> �+##" ELEVATiON AT TOP OF CONCRETE ALL WOOD IN CONTA�T WlTH CONCRETE OR EARTH SHALL ►�OTED OTHERtMSE. W <br /> BE PRESSURE-TREATED AND STAMRED BY AN APPROVED o Job No.: 'I4-38 <br /> AGENCY, AtL EXTERIOR COLtJMNS, BEAMS AND F'INlSHED StJR�ACE AROUND THE BUILDING SNAl�L S�OPE " <br /> +##" FINISH SI.AB ELEVATION JOfSTS EXPOSED TO THE WEATHER SHALL, BE qWAY NO LESS THAN 2% �OR AT LEAST 5 F"EET. o Sheet No.: <br /> . ` PRESSURE-TREATED. N <br /> � Q POST SIZE & NUMBER OF BUNDLED STUDS COVER CRAWL, SPACE FLOOR WfIN fi MIL. ROLYETHYLENE � <br /> SEE SHEETS 59.0, & S9.1 FOR TYPICAL WOOD FRAMING VAP4R BARRIER. ¢ <br /> = Q�TAILS. <br /> � <br />